Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Gravity type foundation and offshore wind power platform
The invention relates to a gravity type foundation and an offshore wind power platform, and the gravity type foundation comprises a foundation main body which is provided with a plurality of mounting holes penetrating in the height direction; the plurality of slide-resistant piles are respectively mounted in the corresponding mounting holes; a first locking part; when the second locking part is in the first state, the bottom end of the anti-slide pile is located in the mounting hole and is locked through the first locking part; and in the second state, the bottom end of the slide-resistant pile extends out of the lower end of the mounting hole and is locked through the second locking part. The slide-resistant piles and the foundation body are designed in a split mode, the difficulty in integrated construction can be avoided, when the gravity type foundation is built, the slide-resistant piles are pre-installed in the installation holes (in the first state), and due to the fact that the lower ends of the slide-resistant piles do not stretch out of the installation holes in the state, the height of the gravity type foundation cannot be increased; and the higher requirement on the towing water depth is avoided, and when towing is in place, the gravity type foundation is controlled to be converted into the second state.
本公开涉及一种重力式基础和海上风电平台，重力式基础包括：基础主体，具有多个沿高度方向贯穿的安装孔；多个抗滑桩，分别安装至相应的安装孔内；第一锁止部；以及第二锁止部，在第一状态时，抗滑桩的底端位于安装孔内，通过第一锁止部锁止；在第二状态时，抗滑桩的底端伸出于安装孔的下端，通过第二锁止部锁止。抗滑桩与基础主体采用分体式设计，可以避免一体化施工时的难度，且在重力式基础建造时，将抗滑桩预安装至安装孔(第一状态)，由于在该状态下抗滑桩的下端不伸出于安装孔，因此不会增加重力式基础的高度，避免给拖航水深带来更高的要求，在拖航到位时，控制重力式基础转变为第二状态即可。
Gravity type foundation and offshore wind power platform
The invention relates to a gravity type foundation and an offshore wind power platform, and the gravity type foundation comprises a foundation main body which is provided with a plurality of mounting holes penetrating in the height direction; the plurality of slide-resistant piles are respectively mounted in the corresponding mounting holes; a first locking part; when the second locking part is in the first state, the bottom end of the anti-slide pile is located in the mounting hole and is locked through the first locking part; and in the second state, the bottom end of the slide-resistant pile extends out of the lower end of the mounting hole and is locked through the second locking part. The slide-resistant piles and the foundation body are designed in a split mode, the difficulty in integrated construction can be avoided, when the gravity type foundation is built, the slide-resistant piles are pre-installed in the installation holes (in the first state), and due to the fact that the lower ends of the slide-resistant piles do not stretch out of the installation holes in the state, the height of the gravity type foundation cannot be increased; and the higher requirement on the towing water depth is avoided, and when towing is in place, the gravity type foundation is controlled to be converted into the second state.
本公开涉及一种重力式基础和海上风电平台，重力式基础包括：基础主体，具有多个沿高度方向贯穿的安装孔；多个抗滑桩，分别安装至相应的安装孔内；第一锁止部；以及第二锁止部，在第一状态时，抗滑桩的底端位于安装孔内，通过第一锁止部锁止；在第二状态时，抗滑桩的底端伸出于安装孔的下端，通过第二锁止部锁止。抗滑桩与基础主体采用分体式设计，可以避免一体化施工时的难度，且在重力式基础建造时，将抗滑桩预安装至安装孔(第一状态)，由于在该状态下抗滑桩的下端不伸出于安装孔，因此不会增加重力式基础的高度，避免给拖航水深带来更高的要求，在拖航到位时，控制重力式基础转变为第二状态即可。
Gravity type foundation and offshore wind power platform
重力式基础和海上风电平台
WANG YU (Autor:in) / DING WEI (Autor:in) / YAN CHEN (Autor:in) / LI HONGYOU (Autor:in) / LUO XIANG (Autor:in) / CAO SHUGANG (Autor:in)
03.05.2024
Patent
Elektronische Ressource
Chinesisch
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